The URL can be used to link to this page

Country Estates-LR 921111Rose Engineers Geotechnical Consultants Materials Testing RoneEngineers r~~~. Concrete Cylinder Test Report Project Purchase Order BETHEL Number .. Date of Observation Report Date D2-064A-O1- ff CITY OF C f Location SHOREWOOD + Contractor REBCON Supplier Plant Truck Ticket TXI Mix Number Mix description 5273 5.5 SACK Weather Conditions ~ AmbiecK Temperature (°~ Concrete Temperature (°~ CLEAR tme Sampled Water Added 8 •-10 AM 0 . 0 GALS Physical Data ACTUAL ~ SPECIFICATIONS SLUMP (in.) 4 1/2 Concrete Cylinder Test(s) ACTUAL SPECIFICATIONS Specimen Age Tot Load Compressive Strength Strength Required No. (Days) I Test Date I lbs.) (ps) ~~ I I 66 .7 IO/16/92 I 76500 2710 3600 67 28 11/06/92 111500 3940 ~68 28 11/06/92 122000 4320 69 HOLD HOLD Curin Method 9 Test: Method Standard 6' x 17 Engineer echnician ASTM C 31 ASTM C 39 Area 2627 sq. in. RANDY WORTHEN Remarks and/or Distnbtrdon i I NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/ RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVI S (1) ~lione En sneers , UMRA7fONS• Tl+e test reautta Oresantrd Harem vrare pre0ared t>asad upon tlfe aoaerrle sarnpls orovda0 for tastlnq, We uwme no raoonsrourry sw vanailon m puallly (comoosrtlon, appearance, peAOm+anca atcl or er~Y o0tar tsan+ra of similar woiaet maser provWed by psrson° or oonCttlo^s over `vhieh as nsve no eantrol. Our latiera anq reports ara for tna eidutwe use o! tlia dlsnts to rrngn they an aotlroaseC, Rone Engineers Geotechnical Consultants Materials Testing RoneE ngine~ers r Concrete Cylinder Test Report Prciect Purchase Order BETHEL SCHOOL RD. Numbef Date of Observation Report Date D2-064A-O1-19512-B O o - CITY OF COPPELL Location SHOREWOOD @ STA: 4+50 Contractor REBCON CONTRACTORS Supplier Plant Truck Ticket 31 227 Mix Number Mix Description 8273 ' Weather Conditions ~ Ambierrt Temperature (°~ ( Concrete Temperature (°~ CLEAR I 78 75 tme Sampled Water Added - 2:15 PM 0 .0 GALS Physical Data ACTUAL ~ I SPECiFiCAT10NS SLUMP (in.) 6 1/4 Concrete Cylinder Tests) - ACTUAL SPECIFICATIONS Specimen Age Tot Load Compressive Strength Strength Required No. (Days) Test Date (lbs.) (pst) (Pstl i 74 7 10/16/92 i 93000 3290 3600 75 28 11/06/92 112000 3960 -76 28 11/06/92 110000 3890 77 HOLD HOLD Curing Method Test Method Standard 5 x 12' FsgineerfTechnician ASTM c 3t ~ASTM C 39Area 2ez7 sq. in. i RANDY WORTHEN Rensarks and for Distribution NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/ RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVI S (1) v,L Rone sneers , UMRAT70NS: The test rewna presented Aere~n vrere txeoar<d ttased upon O+e apavfle farnt>tea t„a+daO for osatlnq. We aawm° no reaoonatbunY for vanatbn m quallry icomooartfon, appearance, peAOrmar+ce, etcl or ar+v od+er feature of arm~lar wbieet matter povrded by persona or oondllJOro over whicA we nsve no eonvoL Our Peden and retwro ua fa fns a:dusrvs use of Qfa dlana m v.Mm fnay w aooreasad. - Rone Eng[neers Geotechnical Consultants Materials Testing RoneEngin= Concrete Cylinder Test Report Purchase Order ~ Pro'ect 1 ~ BETHEL SCHOOL RD. Number Date of Observation Report Date D2-064A-O1-19545 CITY OF COPPELL t_ocation SHOREWOOD DRIVE @ STA: 2+00 Contractor " REBCON CONTRACTORS Supplier Plant Truck Ticket TXI 31 Mix Number Mix Description 8273 5.5 SACK " Weather Conditions (Ambient Temperature (°F7 Concrete Temperature {°~ CLEAR 68 7 tme Sampled Water Added 9:00 AM 0.0 GALS Physical Data ACTUAL - SPECIFICAT]ONS SLUMP (in.') 4 Concrete Cylinder Test(s) " ACTUAL SPECIFICATIONS Specimen Age Tot Load Compressive Strength I Strength Required No. (Days) Test Date (tbs.) (ps) ~~ ~ i ~ 78 7 10/19/92 79500 2810 3600 79 28 11/09/92 106000 3750 80 28 11/09/92 97000 3430 " 81 HOLD HOLD - Curing Method Test Method Standard ~ x 12' Engineer/Technicaan Cat ASTM C 39 Area 2sz7 sq. in. STEVE JOHNSTON CRONE Remarks and/or Distnbution NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/ RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVIS (1) ,~ ' none Esiglneers tJrYtrrgt)pNS: The test rewtts aeserNed Aarewt were OrteHed basso aeon [M soernre aernaee t>tovwea rer msarq. v.t uwme no resw....w.s •~^ venation m 4e+tay leomeosnion. aoPeerenoe. performance, etc) or e^f' oa+er fettur* d amWr wgect mteer powead try persorn a oonCltlone ovw v.hieh r.e na.e no coned. Our isama anq reporn are for the esdusfve use d tM dleeo ID wean Grey an tatlresse4 Rone Engineers Geotechnical Consultants Materials Testing RoneEngin® r Concrete Cylinder Test Report Project Purchase Order BETHEL SCHOOL ' Number Dale of Observation Report Date D2-064A-O1-1954 - CITY OF COPPELL Location ' SHOREWOOD DRIVE STA:1+40 Contractor REBCON CONTRACTORS Supplier Plant Truck Ticket TXI Mix Number Mix Description 8273 5.5 SACK weather Conditions ~ Ambient Temperature (°F) Concrete Temperature (°!7 CLEAR ime Sampled Water Added 10:20 AM 0.0 GALS Physical Data ACTUAL SPECIFICATIONS SLUMP (in.) 4 Concrete Gyiinder Test(s) ACTUAL SPECIFICATIONS Specimen Age Tot Load Compressive Strength Strength Required No. (Days) Test Date ~~) ~~ ~~ i t t i 82 .7 YO/19/92 94000 3330 3600 83 28 11/09/92 114000 4030 84 28 11/09/92 110000 3890 85 HOLD HOLD ' Curing Method Tess Method Standard 6' x t2' Engineer/Technician ASTM C 37 ASTM C 39 Area 2&27 sq. in. STEVE JOHNSTON RONE Remarks and/or Dis~bution NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/ RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVIS (1) I ~`~ Reno Fnntnware ' lJMrrAr70N3: 7Ae test rtwlb taresemed Aaron were t7rs'aara'4 based upon the soecifle sarnalee poridW tar tssgnq. We aswme ra rasaendbYMy for ranaoon m QuaNty (ramooeroon, aooearanes, peAOnnancs. etel a arty other Faaturs W similar wbiect mottos arowo W by persons a pprtdlNOns orx r.hieh as nave no control. Ow Naera arw reoorp are fp ate esdvsna use of afe dlano to venom they ors aedrwW, Rone Engineers Geotecttnical Consultants Materials Testing oo®gin r Concrete Cylinder Test Report Project Purchase Order j ~ BETHEL SC OOL Number Date of Observation Repoli Date D2-064A-O1-198 o CITY OF CO Location RETAINING WAL Contractor REBCON CONT C Supplier PSant Truck Ticket TXI Mix Number Mix Description 8203 Weather Conditions ~ (Ambient Temperature (°F7 Concrete Temperature (°~ lme Sampled Water Added 12.10 PM 0.0 GALS Physical Data ACTUAL ~ I SPEC1FICATIONS SLUMP (in.) 3 1/2 Concrete Cylinder Test(s) • ACTUAL SPECIFICATIONS Specimen Age Tot Load Compressive Strength Strength Required No. (Days) Test Date pbs.) (ps) ~~~ i i 110 .7 11/10/92 91000 3220 3000 111 28 12/01/92 112 28 12/01/92 113 HOLD HOLD Curing Method Test Method Standard 6' x 12• Engirxer/Technician C 31 ASTM C 39 Area 2s.27 sq. in. BRIAN WILLIAMS Remarks and/or Distribution NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/ i RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVIS (1) r ~,~ ~-~^ ~ nova Eriglneers ~ UMfTAT70N9: Ths test result pressmaO herein wa+e DreDaled b+sso u00a Ofa sOa01K samass OrOMOlC fOr dsonq, w! assume no rssvw~s~os~ iw wnaVOn m quality (comoosmon, aoosarahee, performance. ere. or urY oa+ef f~aWn of nm~lar aubj°ct man°r provbed by p°eson° a oonaitlons ovx which .we haul n0 COng01. Our IeQera and reooro era tp Via azdu4va use of 41a cllaho m wlfom Qfay an aOCnckC.